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Company : NV5 Nov 3, 2023 <br />9:24 AMDesigner : MM <br />Job Number : Charge Ready Program Checked By:_____ <br />Model Name : Pad Foundation <br />Design Strips <br />Label Rebar Angle from P... No. of Design Cuts Design Rule <br />1 DS1 0 50 Typical <br />2 DS2 90 50 Typical <br />Envelope Slab Soil Pressures <br />Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point <br />1 S1 0.186 30 0.186 1 N1 <br />Strip Reinforcing <br />Label UC Top LC Top Bars Governin... UC Bot LC Bot Bars/...Governin... UC Shear LC Governin... <br />1 DS1 0.003 9 0.01 5 #5@12in DS1-X25 0.015 5 DS1-X25 <br />2 DS2 0.002 1 0 N/A #5@12in NA 0.002 1 DS2-X25 <br />Slab Overturning Safety Factors <br />LC Slab Angle[deg] Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] Ms-xx/Mo-xx Ms-zz/Mo-zz <br />1 18 S1 0 0 0.957 0 1.674 9.99+9.99+ <br />2 19 S1 0 0 0.957 0.104 1.674 9.99+9.99+ <br />3 20 S1 0 0 0.957 0.104 1.674 9.99+9.99+ <br />4 21 S1 0 0.229 0.957 0 1.674 4.181 9.99+ <br />5 22 S1 0 0.229 0.957 0 1.674 4.181 9.99+ <br />6 23 S1 0 0 0.574 0.104 1.004 9.99+9.696 <br />7 24 S1 0 0 0.574 0.104 1.004 9.99+9.696 <br />8 25 S1 0 0.229 0.574 0 1.004 2.509 9.99+ <br />9 26 S1 0 0.229 0.574 0 1.004 2.509 9.99+ <br />10 27 S1 0 0 0.976 0.111 1.708 9.99+9.99+ <br />11 28 S1 0 0 0.976 0.111 1.708 9.99+9.99+ <br />12 29 S1 0 0.194 0.976 0 1.708 5.041 9.99+ <br />13 30 S1 0 0.194 0.976 0 1.708 5.041 9.99+ <br />14 31 S1 0 0.02 0.574 0.145 1.004 9.99+6.91 <br />15 32 S1 0 0.02 0.574 0.145 1.004 9.99+6.91 <br />16 33 S1 0 0.213 0.574 0.034 1.004 2.691 9.99+ <br />17 34 S1 0 0.213 0.574 0.034 1.004 2.691 9.99+ <br />Slab Sliding Safety Factors <br />LC Slab Angle[deg] Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] SR-xx SR-zz <br />1 18 S1 0 0 0.287 0 0.287 9.99+9.99+ <br />2 19 S1 0 0.042 0.287 0 0.287 6.833 9.99+ <br />3 20 S1 0 0.042 0.287 0 0.287 6.833 9.99+ <br />4 21 S1 0 0 0.287 0.116 0.287 9.99+2.466 <br />5 22 S1 0 0 0.287 0.116 0.287 9.99+2.466 <br />6 23 S1 0 0.042 0.172 0 0.172 4.1 9.99+ <br />7 24 S1 0 0.042 0.172 0 0.172 4.1 9.99+ <br />8 25 S1 0 0 0.172 0.116 0.172 9.99+1.479 <br />9 26 S1 0 0 0.172 0.116 0.172 9.99+1.479 <br />10 27 S1 0 0.045 0.293 0 0.293 6.537 9.99+ <br />11 28 S1 0 0.045 0.293 0 0.293 6.537 9.99+ <br />12 29 S1 0 0 0.293 0.045 0.293 9.99+6.537 <br />13 30 S1 0 0 0.293 0.045 0.293 9.99+6.537 <br />14 31 S1 0 0.045 0.166 0 0.166 3.713 9.99+ <br />15 32 S1 0 0.045 0.166 0 0.166 3.713 9.99+ <br />16 33 S1 0 0 0.166 0.045 0.166 9.99+3.713 <br />17 34 S1 0 0 0.166 0.045 0.166 9.99+3.713 <br />RISAFoundation Version 15.0.1.29 Page 3 [P:\...\...\...\...\Structural\Calculations\400A-SW\400A-SW.fnd] <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024